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HomeMy WebLinkAboutW-308215N 00 O SEE SHEET C8 co "I, "�_ � \\ -fl, 0 0 76 T, L, 0 70 5 NN I ' Z I ,L , 0675 o� F— N I 0 20 40 100 L �, z 03 o �� \\ l I CIO I I Z �� \� N 30 N � » > � � �do + 1 =20 Z�� ��� �� I ti�� . I I � I I STA. 6 +81.6 8.1 f R T '� \ ``� Z �'- Cn (1) 8" 22 %2 ° BEND N S TA. 6+ 91.7, J. T -A r T� I ° -I-'--'A I I I o Cn 0 I (1) 8-' /2 BEND ■ '. Q — o z �-- IN TX. STA. 6 +54.00 THOMAS AVE. SIN- 1 1 1 I I W I I 'Q v z STA. 7 +21.00 SW 3RD PL. .10 � .� � � � � � � o 0o W w N 178098.59 o � ( Q ASPHALT � W E 1295417.34 � o � cfl � � � Q DRIVE + W C/) 0 C/) 5 -- -- -- _ - - _ -- -- - �I - ° -- z cn a_ W Q , – – – � > � I v � J LLJ O — SSMH D3 O fr Q Q _ _ _ _ _ _ _ _ ,�nd�� Cu 48 "0 r - � _ Q. = G G G U G G G 2 G t'_' -8- LF 8" PVC ®� -6-30 » 6 +00 251 (AB) 1.8% 350 (AB) 4.5% Q cr p o 7+ 00 8+ 00 THOMAS V. S W 9 00 ) 10 00 W L W � f �- + W , 2 SSMH D2 0 500 LF 8 CL - 52 DI POLY RAP 48"0 W U _ C� /"� � 8" WTR. � • W W W W W W 8" WTR. W W W � W � z W Q C Cn <1 5 °o N N Q c}- 0 LI.� STA. 6 +43.1, 7.9'RT L F— W (1) 8 "X8 " TEE (FL xFL) CO + Q Z (1) 8" FLxMJ ADAPTER ° I STA. 6 +79.3, 22.5RT — (2) 8" GV (FLxMJ) (1) STD. BLOW -OFF ASSY. I I 1 r,L , J ff I (1) 8 VERT. CROSS 1 ° z_ O _ \L GROUP U7 f �� ANC STA. 6 +59.6, 7.9 R T I o N oo (1) 8 XS TEE (FLxFL) 2 `A z (1) 8 FLxMJ ADAPTER w \\ N Q q � I I w 1 (2) 8" GV FLxMJ vU7NN �° � p � c� 1 (1) 8 VERT. CROSS �z Y� o I o z� `� W -A I I I T1, 0404 O 1 � 1 O , , JJ1J I I I N 1r) NO TES LC) Lfi ca V WA TER NO TES: OHP CF) rl\ CIO CK3 0) 1 3' COVER MINIMUM. (TYPICAL) 2 DEFLECT WA TER LINE 3 °f. 5 3/4" WA TER SER VICE CQ REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUS TOMER PRI VA TE SER VICE LINE. SEWER NO TES.• QREVOVE EXISTING SANITARY SEWER MANHOLE AND REPLACE WITH NEW SANITARY SEWER MANHOLE. 5O 6" PVC SIDE SEWER STUB (TYPICAL). ft 00 Cc 160 L0 AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS -BOIL T RECORD BASED ON INFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP 150 150 FOUR, INC. SURVEYORS, AND STAMPED BY 6+00 7+00 8+00 9+00 10+00 THE ENGINEER. O� p V. YC SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR ��� %a 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL: NAD 1983/1991 CITY O E 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0/02/09 ONE CA L L REFERENCE ONLY. C 0 NTRACTO R ; � AS— BUILT W DESIGNED: AW' J H FIELDBOOK: N � 0 3 AS BUILT INFORMATION ADDED 11/20/12 PLAN AND PROFILE. THOMAS AVE. SW PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN. RENTON � � Aw, JH STA 5 +50 TO STA 10 +50 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS 44863 ONE INCH DRAWING NO: O,n �F �O \� CHECKED: DC AW �JH AT FULL SCALE Planning /Building /Public Works Dept. C 12 W PRIOR TO CONSTRUCTION. Fss,�' ST E ��c, SCALE ACCORDINGLY INCH oNAL N0. REVISION BY DATE APPR APPROVED: RECORD DRAW1N_q/AS-BU1LT SHEET: OF: _J AG, DC, LH 15 32 W - 3082 L m � � w THOMAS AVE. SW-* 220 �°°� -��� . ..................,��•Qo�o.? ►�� .� o � 220 • � �� � • mil . . ° �' �........... ...:... ..... ........ .:.........:................... .................° 270 . • � Q � � EXISTING GRADE 2 200 � ......:.........: ? � . � .........:.........:......... ®� ROAD 200 .PVC ® ro LF 8 4.5% 350 (AB) 190 ---� — HOLY 77P 190 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS -BUILT INFORMATION TO THESE PLANS. FOURMC. Land Surveying �( Civil Engineering Land Use Planning Biological Sciences 96030 JUAN/TA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 9809 9 (425)775 -458 9 * (206)362 -4244 * FAX(206)362 -38 99 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 • �6- LF 8 PVC C� ° 250 (A�) 1.8� 780 ................. ......... :... ..... :... ..... :......... ........ . :......... :.........:......... ........ .:.........:.........:......... . . ........ .:......... :......... :......... . ......... :......... 780 / 70 wM w(� ................... coo c+oo .